Project:
Fixture Type:
Location:
Contact:
RSS-P SERIES
Round Straight Poles
Specifications:
Application:
Images:
Lighting installations for side and top mounting of luminaires with effective projected
area (EPA) not exceeding maximum allowable loading of the specified pole in its installed
geographic location.
Bolt Square (Outer)
Bolt Square (Inner)
Handhole
Bolt Circle (Outer)
0˚
Construction:
90˚
270˚
Bolt Circle (Inner)
• SHAFT: One-piece straight steel with round cross section, Minimum yield of 46,000 psi
(ASTM-A500, Grade C); Longitudinal weld seam to appear flush in shaft wall; Steel base
plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000
psi (ASTM A36)
• BASE COVER: Two-piece square aluminum base cover included standard
• POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post-top
configurations also available
• HAND HOLE: Rectangular 3x5 steel hand hole frame (2.38” x 4.38” opening); Mounting
provisions for grounding lug located behind gasketed cover
• ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of
55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for
leveling
180˚
Overall
Height 10' - 30'
Finish:
Straight3.0
Square
• Durable thermoset polyester powder coat paint finish with nominal
mil thickness
and Tapered Poles
• Powder paint prime applied over “white metal” steel substrate cleaned via mechanical
Anchor Bolt
shot blast method
Location in
• Decorative finish coat available in seven standard colors; Custom colors available;
RA
Relation
number prefer able; Internal protective coating available
to Shaft
Round Straight and Tapered Poles
(All excluding RTA Group 1 (RTA Group 1 &
& RTS Group 2)
RTS Group 2)
Handhole
Anchor
Bolt
18" in
Location
Relation
to Shaft
Rotation
Rotation
Handhole
POLE CAP
TENON
Handhole
BASE DETAIL
BASE COVER
1
Flat Washer
Base Plate
Bolt Projection1
Flat Washer
Hex Nut
2
Engineering of
footing by others
3Y
Catalog number:
RSS-P
20
40
A
2L
S2
Series
Height
Shaft
Thickness
Mounting
Drill Pattern
RSS-P -Round
Straight Steel
Pole
XX - Reference
pg. 2 ordering
matrix
XX - Reference
pg. 2 ordering
matrix
X - Reference
pg. 2 ordering
matrix
1
2
2L
3T
4
TN
For more information visit our website: www.progresscommercial.com
- Single arm mount
- Two fixtures at 180º
- Two fixtures at 90º
- Three fixtures at 90º
- Four fixtures at 90º
- Tenon (3”OD)
2L
1
2L
MOUNTING ORIENTATION
2
Anchor Bolt
Hex Nut
Grout with drain
Optional
Level Foundation
1
BZ
1 2
2L
2
1
2L 3T
3T
2L
2 3Y
3Y
23T 4
4
3T
3T
2L
3T
3Y
Denotes handhole
Denotes handle
location
3Y4
4
Denotes handhole location
Denotes
handhole location
4
3Y
UL
Denotes
handhole
location
Denotes
handhole
location
Options
Finish
Denotes handhole location
S2 - 2 Bolt 3.5º Pattern
B3 - Pattern for PCPAS
B4 - Pattern for PCPAL
BZ - Bronze
BL - Black
GN - Green
4
GFI
EHH
C05
C07
C20
HSC
LAB
UL
RBC
-
20 Amp GFCI RCPT & Cover
Extra Handhole
0.5” Coupling
0.7” Coupling
2” Coupling
Internal Coating
Less Anchor Bolts
UL Certified
Round Base Cover
Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607
Project:
Fixture Type:
Location:
Contact:
RSSP SERIES
Round Straight Poles
Ordering Information:
Height
Feet
Meters
Nominal
Shaft Dimensions
Wall
Thickness
Bolt Circle
(suggested)
Bolt Circle
(range)
Bolt Square
(range)
Base Plate
Square
Base Plate
Thickness
Anchor bolt size
Bolt Projection
Pole
weight
RSS-P-10-40-A-XX-XX
10
3.0
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
52
RSS-P-12-40-A-XX-XX
12
3.7
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
62
RSS-P-14-40-A-XX-XX
14
4.3
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
72
RSS-P-16-40-A-XX-XX
16
4.9
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
83
RSS-P-18-40-A-XX-XX
18
5.5
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
93
RSS-P-20-40-A-XX-XX
20
6.1
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
103
RSS-P-10-40-B-XX-XX
10
3.0
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
77
RSS-P-12-40-B-XX-XX
12
3.7
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
92
RSS-P-14-40-B-XX-XX
14
4.3
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
107
RSS-P-16-40-B-XX-XX
16
4.9
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
122
RSS-P-18-40-B-XX-XX
18
5.5
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
138
RSS-P-20-40-B-XX-XX
20
6.1
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
153
RSS-P-10-45-A-XX-XX
10
3.0
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
58
RSS-P-12-45-A-XX-XX
12
3.7
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
70
RSS-P-14-45-A-XX-XX
14
4.3
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
82
RSS-P-16-45-A-XX-XX
16
4.9
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
93
RSS-P-18-45-A-XX-XX
18
5.5
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
105
RSS-P-20-45-A-XX-XX
20
6.1
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
117
RSS-P-25-45-A-XX-XX
25
7.6
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
146
RSS-P-10-50-B-XX-XX
10
3.0
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
97
RSS-P-12-50-B-XX-XX
12
3.7
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
116
RSS-P-14-50-B-XX-XX
14
4.3
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
BASE135
COVER
RSS-P-16-50-B-XX-XX
16
4.9
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
155
RSS-P-18-50-B-XX-XX
18
5.5
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
174
RSS-P-20-50-B-XX-XX
20
6.1
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
193
RSS-P-25-50-B-XX-XX
25
7.6
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
242
RSS-P-20-60-C-XX-XX
20
6.1
6" round
0.250"
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
1" x 36" x 4"
4.5
307
RSS-P-25-60-C-XX-XX
25
7.6
6" round
0.250"
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
1" x 36" x 4"
4.5
384
6" roundBolt Slots/Holes
0.250"
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
4.5
461
Catalog Number
Anchor Base Detail
180°
Bolt Slots/Holes
RSS-P-30-60-C-XX-XX
30
9.1
180°
Bolt Circle
90°
Arm 2
As viewed
from top
of pole.
270°
Arm 1
Overall
1" x 36" xHeight
4" 10'-30'
Bolt Circle
90°
Arm 2
As viewed
from top
of pole.
EHH C05 - C07 - C20 0°-Handhole
Bolt Square
EXTRA
COUPLING Bolt Square
HANDHOLE
270°
Arm 1
GFI – 20 AMP GFCI
RECEPTACLE &
Round Steel Pole
COVER
0°-Handhole
BASE COVER
Follow the logic below when ordering location specific
options. For each18"option, include its orientation (in
degrees) and its height (in feet). Example: Option C07
should be ordered as: SSS-H-20-40-A-TA-DB-CO7-0-15
(.5” coupling on the handhole/arm side of pole, 15 feet
up from the pole base) 1’ spacing required between
option.
VIBRATION
DAMPER Consult factory for other configurations.
Overall
Heighthand
10'-30'
Standard
hole frame
2” -11.5 NPSM Threads
3/4” - 14 NPSM Threads
Adapter plate
Gasket
20 AMP GFCI
2ND MODE
Bolt Square (Outer)
18"
Wet Locations
In-use Cover
Height of option in feet
0˚
Bolt Square (Inner)
Handhole
Bolt Circle (Outer)
Bolt Square (Outer)
1/2” - 14 NPSM Threads
0˚
Bolt Square (Inner)
90˚
270˚
Handhole
Provision for Grounding
Bolt Circle (Outer)
Bolt Circle (Inner)
90˚
270˚
180˚
Bolt Circle (Inner)
180˚
For more information visit our website: www.progresscommercial.com
OPTION ORIENTATION
TENON
TENON
Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607
Project:
Fixture Type:
Location:
Contact:
ASCE7-05 Wind Map:
Florida Region Wind Map:
130
120
140
85
115
115
150
90
100
110
120
130
120
130
130
90
90
Wind Map
150
140
140
150
United States and Canada
140
160
140
150
140
150
160
140
Special Wind Region
(Consult Local Authorities)
90
140
100
130
110 120
170
170
150
NOTES:
• The Wind Map is intended only as a general guide. Always
• Values are based on 50 year mean recurrence interval 30’
consult local authorities to determine maximum wind
above grade.
velocities, gusting and unique wind conditions for each
• Hawaii has an 105 mph wind velocity.
specific application.
• Puerto Rico has a 125 mph wind velocity.
• CAUTION: Wind speeds and listed EPAs are for ground
• Caution must be exercised in determining wind velocities
mounted installations. Poles mounted on structures (such
in special wind areas such as:
as bridges and buildings) must consider vibration and
Mountainous
ASCE Regions
7-05 wind map EPA Load Rating - 3 second
gust wind speeds
coefficient of height factors beyond this general guide.
Areas surrounding the Great Lakes or other large bodies
Consult AASHTO standards.
of water orNumber
open land.
Catalog
85
90
100 •Extreme
110 Wind
120
105
145 Cyclones, or
Events: Hurricanes,
Typhoons,
Areas subject to extreme wind conditions, such as
Tornadoes expose poles to flying debris, wind shear, and
RSS-P-10-40-A
21.0and tornadoes.
18.7
15.0
12.2unpredictable
10.1 aerodynamic
13.5 forces
6.8not indicated by
hurricanes,
typhoons, cyclones,
other
the wind velocity ratings.
Areas adjacent to airports.
RSS-P-12-40-A
16.8
14.8
11.8 •Pole
9.5 Strength7.7
10.5
5.1
Limited Warranty: Standard, unmodified Kim
Any specific area with a known or suspected abnormally
lighting Poles installed as recommended, undamaged by
high
intermittent wind condition
by geography,
RSS-P-14-40-A
13.6caused12.0
9.4
7.4
5.9
8.3
3.9
corrosion, or lack of maintenance, shall withstand steady
adjacent structures, or other specific local conditions
wind conditions as provided on page 2 (Allowable Pole
that may not be recorded in National Weather Service
RSS-P-16-40-A
11.1
9.7
7.5
5.8 Installation
4.5 of poles6.6
2.9
EPA).
without luminaires,
or attachment
records.
of any unauthorized accessories to poles shall void this
• Allowable
pole EPA for jobsite 9.0
wind conditions
RSS-P-18-40-A
7.8 must be5.8
4.4
3.3
5.1
2
warranty.
equal to or greater than fixture EPA. Responsibility lies with
the RSS-P-20-40-A
specifier for correct pole selection
on AASHTO
7.2 based6.2
4.5
3.1
2.2
3.8
1.2
wind map and job location.
Hawaii - 105mph
Peurto Rico - 145mph
180
Florida region wind map above is
based upon 3-second gust winds
and the 2010 Florida Building Code
180
Florida Building Code 2010 EPA Load Rating - 3 second gust wind speeds
Catalog Number
115
120
130
140
150
160
170
180
RSS-P-10-40-A
25.0
23..5
20.0
17.0
14.5
12.5
11.0
10.0
RSS-P-12-40-A
21.0
19.0
16.0
13.5
11.5
9.5
9.0
8.0
RSS-P-14-40-A
17.5
15.7
13.0
10.8
9.0
7.5
7.0
6.5
RSS-P-16-40-A
14.2
13.0
10.5
8.5
7.0
5.8
5.0
4.5
RSS-P-18-40-A
11.6
10.4
8.2
6.8
5.4
4.4
4.0
3.6
RSS-P-20-40-A
9.5
8.4
6.5
5.2
4.0
3.0
2.8
2.5
RSS-P-10-40-B
25.0
25.0
22.4
18.4
15.3
20.2
10.4
RSS-P-10-40-B
25.0
25.0
25.0
22.0
19.0
16.5
15.2
13.4
RSS-P-12-40-B
25.0
22.3
17.9
14.5
12.0
16.1
8.1
RSS-P-12-40-B
25.0
25.0
20.8
17.6
15.1
13.0
12.0
10.6
RSS-P-14-40-B
20.6
18.3
14.6
11.7
9.6
13
6.4
RSS-P-14-40-B
22.5
20.4
17.2
14.4
12.2
10.4
10.0
8.8
RSS-P-16-40-B
17.2
15.2
12.0
9.5
7.7
10.7
5.1
RSS-P-16-40-B
18.9
17.0
14.1
11.7
9.8
8.2
7.5
7.0
RSS-P-18-40-B
14.3
12.6
9.8
7.6
6.1
8.6
3.9
RSS-P-18-40-B
15.6
14.1
11.5
9.4
7.7
6.4
6.0
5.7
RSS-P-20-40-B
11.8
10.3
7.9
6.0
4.7
6.9
2.9
RSS-P-20-40-B
13.0
11.6
9.3
7.5
6.0
4.8
4.0
3.5
RSS-P-10-45-A
25.0
24.3
19.5
16.0
13.5
17.6
9.1
RSS-P-10-45-A
25.0
25.0
25.0
22.0
19.9
17.2
15.0
13.4
RSS-P-12-45-A
21.8
19.4
15.4
12.6
10.6
13.9
7.1
RSS-P-12-45-A
25.0
24.7
20.5
17.5
16.0
13.9
12.0
10.6
RSS-P-14-45-A
17.9
15.8
12.4
10.1
8.4
11.1
5.6
RSS-P-14-45-A
22.0
20.0
16.8
14.2
13.3
11.4
10.0
8.7
RSS-P-16-45-A
14.8
13.0
10.1
8.1
6.7
8.9
4.4
RSS-P-16-45-A
18.6
16.8
13.8
11.5
11.0
9.3
8.0
7.0
RSS-P-18-45-A
12.1
10.6
8.0
6.3
5.2
7
3.3
RSS-P-18-45-A
15.4
13.8
11.2
9.1
8.3
7.6
6.5
5.6
RSS-P-20-45-A
9.9
8.5
6.3
4.9
3.9
5.4
2.4
RSS-P-20-45-A
12.7
11.3
9.0
7.2
6.8
6.2
5.2
4.4
RSS-P-25-45-A
5.7
4.7
3.0
2.0
1.5
2.4
NR
RSS-P-25-45-A
7.6
6.5
4.9
3.5
3.3
3.1
2.8
2.2
RSS-P-10-50-B
25.0
25.0
25.0
25.0
25.0
25.0
17.7
RSS-P-10-50-B
25.0
25.0
25.0
25.0
25.0
23.6
20.8
18.4
RSS-P-12-50-B
25.0
25.0
25.0
24.8
20.8
25.0
14.3
RSS-P-12-50-B
25.0
25.0
25.0
25.0
22.2
19.3
16.8
14.8
RSS-P-14-50-B
25.0
25.0
24.7
20.5
17.2
22.4
11.7
RSS-P-14-50-B
25.0
25.0
23.9
21.5
18.4
15.9
13.8
12.1
RSS-P-16-50-B
25.0
25.0
20.7
17.1
14.3
18.8
9.7
RSS-P-16-50-B
25.0
23.8
19.6
18.0
15.4
13.2
11.4
9.9
RSS-P-18-50-B
24.5
21.6
17.3
14.3
11.9
15.7
8.0
RSS-P-18-50-B
21.8
19.6
16.1
15.1
12.8
10.8
9.3
8.0
RSS-P-20-50-B
20.6
18.1
14.4
11.8
9.8
13.0
6.5
RSS-P-20-50-B
18.2
16.4
14.1
12.7
10.7
9.0
7.7
6.5
RSS-P-25-50-B
13.6
11.7
9.1
7.3
6.0
8.1
3.8
RSS-P-25-50-B
11.7
10.2
9.4
8.4
6.8
5.6
4.5
3.7
RSS-P-20-60-C
25.0
25.0
25.0
25.0
21.5
25.0
14.8
RSS-P-20-60-C
25.0
25.0
25.0
22.1
18.8
16.1
13.9
12.0
RSS-P-25-60-C
25.0
25.0
21.9
18.0
15.0
19.8
10.1
RSS-P-25-60-C
24.7
22.4
18.4
15.3
12.8
10.8
9.1
7.6
RSS-P-30-60-C
21.8
19.4
15.6
12.7
10.6
14.1
6.9
RSS-P-30-60-C
18.2
16.3
13.2
10.7
8.7
7.0
5.7
4.5
NOTES
• Allowable EPA, to determine max pole loading weight, multiply allowable EPA by 30 lbs.
• The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2010 Florida Building Code. The Wind Maps are intended only as a general guide an
cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application
• Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility lies with the specifier for cor
rect pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall void the manufacturer’s warranty
• Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond the
general guide; Consult local and federal standards
• Wind Induced Vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. Consult Hubbell Lighting’s Pole Vibration
Application Guide for environmental risk factors and design considerations.
• Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or other detrimental effects not included in wind velocity ratings
For more information visit our website: www.progresscommercial.com
Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607